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HUD-WS-Wash 129
E.A.A. (Jobs Now)
DECEMBER 1972
BERT H. MC HENRY P.E.
ACTING DIRECTOR OF ENGINEERING
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INDEX TO
PLANS
SHEET I
OF
7
VICINITY MAP
SHEET 2
OF
7
"A" 0 "B" LINES
SHEET 3
OF
7
"A" LINE
SHEET 4
OF
7
"A" LINE
SHEET 5
OF
7
"B" � "C" LINES
SHEET G
OF
7
`'D" LINE
SHEET 7
OF
7
"G" LINE
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A.
CITY OF RENTON
ENGINEERING DEPARTMENT
�EARLINGTON
GARDENS
SANITARY SEWER PROJECT
_ INDEX AND NOTES
DESIGNED
t`RAWN
CHECKELL_
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GENERAL NOTES
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PROJECT REFERENCE 1 iHU0 WS- WASH. 129- EARLINGTONGARDENS SANITARY SEWER PROJECT.
-"�-
ALL CONTRACTORS SHALL COMPLY WITH ALL FEDERAL, STATE, COUNTY AND CITY CODES,
ORDINANCES AND REGULATIONS, AS WELL AS PLANS AND SPECIFICATIONS RELATIVE TO THIS PROJECT.
THE DESIGNED LINE SHALL BE STAKED BY CITY FORCES AT EACH PROPOSED MANHOe€ AND AT EVERY
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��-
25 STATION. ANY VARIATION FROM THIS MUST BE APPROVED BY THE ENGINEER. CUT SHEETS
• •••
SFOR TRENCH EXCAVATIONS WILL BE FURNISHED BY THE ENGINEER.
STUBS, TEES, 0 CLEANOUTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. FINAL LOCATIONS
WILL BE DETERMINED IN THE FIELD.
��•
IT SHALL BE THE CONTRACTORS RESPONIBILITY TO CONTACT ALL COMPANIES WITH EXISTING
UTILITIES OR FACILITIES IN THE CONSTRUCTION AREA.
/
J y NOTE
/ ALL WORK SHALL BEPERFORMED IN
ACCORDANCE WITHA.P.W.A. SPECIFICATIONS
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A.
CITY OF RENTON
ENGINEERING DEPARTMENT
�EARLINGTON
GARDENS
SANITARY SEWER PROJECT
_ INDEX AND NOTES
DESIGNED
t`RAWN
CHECKELL_
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_
FIL.E NO _ --
GCAIE
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APPROVED--a?"
SlIEET�OF_L-
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CAUT
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"A" LINE - - - - NOTE-
PLAN ALL WORK SHALL BE PERFORMED
SCALE- III= 401 IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
N. 9.S
RAYMOND
=;
30,— I I I A Nr1 11 .......................
... ...... A. Mr! -30
_.
M-1 13 M-1 12 12 +62.40 — -
STA A I64-32A0
STA. : :A" 6t1875.k STA. A IOt 17:25° EXISTING PROFILE
STA B 0 00
20— -- -- —_ - -- —�0
--�__—� -
--------------------------------------
- -- — _.
`- OLYMPIC PIPELINE '
0 —
APPROX. LOCATION. 0 369"12" CONC. PIPE 5 =04.2 % I51'-12 CUCT IRON PIPE S =0.12%
398� - 12�� CONC. PIPE S = 0.20 % 245 - 12� CONC. PIPE -- - " """" " " "' ' 10'
S =0.51%
- — SMITH-BLAIR #433 OR :4435
p'— _.. TRANSITION EQUAPII AT OR 0
INV.= 5.15' INV. NV. =5.94 7.19 719 \ STA. ��A�� 16 +33.75.
8.75 —/ "— 875
11A 11 LINE
PROFILE
SCALE HORN. 1 °= 401
VERT. I °= 101
4
oa����r EARLINVTON GARDENS
SANITARY SEWER PROJECT
it A" LINE
RE. JENSEN NOV 15, 1972
G. NISHIMURA
B.A.P. AS SHOWN
/ 3 7
A
Ilk
CAUTION= GAS LINES � UNDERGROUND
TELEPHONE CABLE IN
MAPLE AVENUE S.W.
7 3 W GRAD1Y WAY
o
OIL MAT ROADWAY
IRREGULAR WIDTH
1 2/6
� rzo.3sJ //O7 m / /9sl'l /22 //4 /OB
LLj
Ih (/9.9)7
I / ry
4J �/ 3.88 �6'S 15' 6'S 6 "S 60' 6'S /6� 5 6S 6'S 6'S �65 6'S 6'S 6'S 15 6'S 6 "g
!tl _1J
M110 a �12" ALLEY NOT OPEN / Mi9 �-6' I ALLEY NOT OPEN 8 u Mi 7
BBB
6'S 6-5 6S� 6'S 6'S 6'S 6�s 6'S 6� fi'S fi'S fi'S 6'S 6 °S 6 "S 6%'g
316 /zz.l3'J w 224 58
400 /22. sJ � //e.6�'/ 220 //g
/G9.29%
/zo. /a'J /
e
WY 12 T 9 T.
-- "A°° LINE *NOTE•
PLAN ALL WORK SHALL BE PERFORMED
SCALE I"= 40 IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
DATUM
NOS.
30—
—30'
MH 10
MAPLE EXISTING PROFILE
Mi 9 IM 7
STA. 'A" 1718875 STA. A' 21 +83.75 = g STA. A c9 33.75
STA. D 0 +00
20— __ STA. - -- - -- 20
------- ---- ---- - -- - -- I - -��,\ �A 25 53.75_ -- -- ---
GAS LINES L �� TELEPHONE LINE
APPROX. LOCATION. ! f APPROX. LOCATION. - - - - -- - - --
I 380'- 8 "CONC. PIPE S =0.40%
395'-12" CONC. PIPE S = 0.22% 370'- 8" CONC. PIPE S =0.40%
-INV. = 11.21'
INV. = 8.93 Nv. = 9' a' NOT INSTALLED NV.= 12.7x'
INV. = I I.01'
L INV. = 8.93' INV. =9.33
O'--
— J
LINE
PROFILE -
SCALE: HORIZ. I °= 40'
VERT. I "= 10/
�aa'it �� _ asq�ryso�
e vqa-s F/C o STRf��G EARLINGTON GARDENS
SANITARY SEWER PROJECT
11 A" LINE
R.E.JENSEN 11 -15 -72
R.E.J.
B.A.P.
AS SHOWN
G3w i✓ - /,_ � 4 7
SEC. 19- T41/P23N R5E i VT
o s m st
SECTICN / RANGE L /NE 10' m
- -- - - - 0 - / - - -- OLYMPIC PIPELINE ON ft -- 121 - - s" OLYMPIC PIPELINE JN 6 - - I
w
—ALINE fmrl 13
I
o
_ -- ,/ OIL MAT ROADWAY y
SEC. 24 -TWP. 23N -R4E !/ t ` `1 IRREGULAR WIDTH
DO NOT SCALE
is o �• � tq} �1 , I
'B 70P OF MANHOLE TO
'_• BE DETERMINED IN ? A ee
?' 'I FIELD ® Cc � CL
b ®� 1
108" METRO SEWER 1� ¢ ; o 1, , Z,`�` •I
METRO MEASURING
_ MANHOLE- per Meira
Specifications. T_
/���"""'''+
o': e 12 CONC. PIPE �
o
.. Cared hole. Pi to be cu? ' ..
n'. flush inside. B, ckfill with I f I I 1
O non-s per - S= 1.51 % , `1 ?_0'CONCRETE PAVEMENT
p.:.t METkd Speci4ications. a`a, o � : �`: : <:d _. 11 II i! II LINES
:NV =O.QO' °II°?�OMAS A�`r' IC° D S . . 1 �/ 1 "An LIN
METERING M4 --' _� I �: P L A N
Q o
( E DETAIL) /� _.. ■aaomm®»o
F �:"°`:. e`3 -:9.� 6' MIN. - SE .),,.: _....: � r .SCALE I•' =COI
•o,� a --:: CEMENT CONCRETE GROUT
i 2'
____ w »�
,/ , — -- - - - -- fN *NOTE
NOTE Protect METRO Line from O/ — opw , AL'_ WORK SHALL ;sE PERFORIJED
unbalanced soil loads. 11
Proposed Method of Protection PROP. 60 EASEMENT -D' iN ACC O'r,DANCE WITH A.P.W.A.
DETAIL METRO CONNECTION must be Approved by the Engineer. , SPECIFiCATiONS.
i
I
IIAII LINE- 11 B" LINE
NOS.
q R.R. TRACKS INT. S.W. GRADY WAY QQ
THOMAS AVE S.W.(EXTENDED)
Mi 20
STA. °A" S +04.85.
30' -- INT SX 10th ST. —30'
THOMASAVE S.W. _ MH13 Mi 19
STA" ' P 6+18.15
STA,B- 50 STA.
B 0 +00
S TA G ".:.0+00
20— / \\ % \ EXISTING PROFILE. - -�. —20'
,a. MET RING M.N_: —.
tY
(SEE DETAIL.) -
l0'— _ — 10
I I�0'_ 12" D.I. PIPE _
242 -i2 "GONG. PIPE '`", E 278'- 8" CONC. PIPE S =.0.66%
,.I. 161' -12 COPJC. PIPE _ - INV-6.5c
- -�I o - 113 - 12 C0 IC. PIP
108" METRO I - - C=b. ?8%. I '-
\ 'N
� - INV =:1:38 `INV. =5.37
769
1 "1_ _ INV.-3 °�- INV =4.135 OQ6.lo - — o,
SEWER I -
0'— I g =1.01% . - INV =4.82 INV. =4.91'
INV. =1:.45. ". -
\-SMIrH-BLAIR #433 OR #435
TRANSITION COUPLING OR
APPROVED EQUAL AT
� F j
STA. 'A" 1 +. 6i. PROFILE
a � a
SCALE!HORiz.I "= Or iP, \STEK�o:�;pl +`�R EARLINGTON GARDENS 9396
VERT. I = I0 `ms NALE ;,f SANITAR`r° SEWER PROJEvT
`W' "B" LIMES
R. E. Et. 11 -15-72
G. CASE
AS SHOWN
+titimYiT3�1 °f$l,ItrC715d;
L
1
�d
DATUM
PlOS
30-
20—
i0-
0—
w 1 N
-TEL KH 9 MA TEL L E EL 8�� STUB TEL ^ 7ry 7TH 8 STUB TEL -' TEL .�„ 4
JS /7F7" +}) 8"� �5' Mi 6 8 �[�fl' IVI/ J / /jqw o Mi 2 FUTURE CONNECTION' `Z p o 'VI'XVI'/o
Sill Si i96SSSSSSSS SSSSIN S S9 t9
B�STUB 8 " STUBS
20 "GAS 4 20" GAS
20" GAS 20' " GAS GAS 20' GAS 0 GAS 4 "GAS
E" GAS
a o \1 NOTE THIS LINE NOT
OIL MAT ROADWAY �' IN CONTRACT.
i//23 IRREGULAR WIDTH /307
N
%y �d
xa
III D" LINE
1JPLAN
SCALE: I "= 40'
Mi 9 Mi 2
STA. 'V' 0 +00 - Mi b D STA. D 4r24.22 = . _.`T .,�-�
STA. A' 21 +83.75 EXISTING PROFILE STA ' 2 +77.32 = STA. "F'0 +00
STA. ' E�� 0400 -------- -- - - --
2-,'9'- 8" CONC. PIPE 5= 0.4% - 147' -8 " CONC. PIPE S -0.4
C 4
d _. N I C.. ..... _...
�INV. =9.43' \ ` —INV. = 10.75' ~
L_INV.= 11.34 i >.e.- :r'...00'
INV.= 10.55'
NOT INSTALLED
Is D" LINE
PROFILE
SCALE: HORIZ. I " =40'
VERT. I "= 10'
R/W LINE
INTERSTATE 405
—50,
— 20'
—10'
_O'
<NOTE-
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
N°
Ir hFn_
wasy�yo
3
s9sa ,,
��o F�1STEP ww
EARLINGTON GARDENS
SANITARY SEWER PROJECT
- -a�" d
- -
IIDIII LINE
- R.E.JENSEN 11 - 15 -72
R.E.J.
B. Fl. AS SHOWN
Q,,,Z 5v 6 7
12T vjz T
703 z
('7 6
603
OIL MAT ROADWAY z
z 6 w IRREGULAR WIDTH
w +
z
W 6'9
ui
K) z CZ7 a)
'a
w L.'s e'S
6"S S F-
o1w U s
15'
S 6� 6S 1: S
/1311 S f
T tit
8
ALLEY 8" NOT OPEN --LL YNOTO_PEN
6. 'B" LINE Mils
Mi l9 ;4 Y 18 LINE ALLEY �j z t
S 6S 6*S 6S 6"S 6S. 6 "S 6"S -'s 6S 6 ,6`S 6 6!'S
C,
d
0
—lo I
CAUTION; High Pressure 0 0 w
a)— w w o
a) t- C) w
w w
Line at this Location m 101
w r� 712 w V)
w 506
5.5' w lo
6' S
_o/
w
_w
OD
F� I 1 -1 H m w
is F- to
616
6
a
708 o
Ki
"C" LINE ---
"Bra "C" LINES L Z �
NH 15 a. 8 _OIL MAT ROADWAY
PLAN \11C 11 LINE IRREGULAR WIDTH
SCALE: I"= 40'
C515
DATUM
/11.0.5. rL
RAYMOND (L
NH 19 SENECA
M`1 16 —EXISTING PROFILE MH 17
STA."B" 5-59-65 STA. "B" 8,42
20
z STA. "C " 0 +00
— — — — — — — — — — — — — — — — —
OLYMPIC PIPELINE
APPROX. LOCATION. ION, 280'- 8" CONC. PIPE S= 0.22% 282'- 8° CONC. PIPE S= 0 42%
-7L\
400'- 8° CONC. PIPE 5 =0 -44%
INV. 726 IN,(. 7.87' INV 7.87'
INV 9.02 INV. 9.02
0'
B" LINE
DATUM
C
SENECA
NH 15
"V03-
1 S -A "C" I - 45
MH 17
STA."C" 0100 - —EXISTING PROFILE
STk"B" 6.42.35
*NOTE-
PO`--
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
Al
II
14 8" CONC. PIPE S O. �k� o%_
to
270'-8° CONC. PIPE S=0.45%
10—
\—INV.
9.i4' 1111 9117 9.77'
`III
INV 10.89—/
C LINE
PROFILE
SCALE: HORIZ. I"= 40'
VERT. I"= 10'
dllg�' mu M., re fty
STA. "B" 12
INV
M-1 14
STA. "C" 4-19.65
4
—20'
—10'
— Ol
kk. Me
an
-3 EARLINGTON GARDENS
HAL SANITARY SEWER PROJECT
It 9" > "C" LINES
R.E. JENSEN NOV, 15, i97Z
G. NISHIMURA
B, A. P. AS SHOWN
5 7
: ..............
......................
*NOTE-
ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
—20'
—10'
— Ol
kk. Me
an
-3 EARLINGTON GARDENS
HAL SANITARY SEWER PROJECT
It 9" > "C" LINES
R.E. JENSEN NOV, 15, i97Z
G. NISHIMURA
B, A. P. AS SHOWN
5 7
N:
2'
h�
AV
Je
GII A D Y WA Y
-, W 22
r _
�a
23
�Mi ._. -. / .
g' STUB — - 6.. S
S,
10� 6"S INSTALL Mi $ STUBS
W:
$ STUB TO S. W.
W,_
Y / +
/
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_
I '1r f ffV.4 f - -- - - " , ➢ff,f,,,,,t„f „1 �` A
LINE SEE SHEET 3
X..
T
-
---------------------- - - - - -- - -------- - - - - --
j G LINE[ - - -/ -NOTE
PLAN / f ALL WORK SHALL BE PERFORMED
SCALE: I"= 401 IN ACCORDANCE WITH A.P.W.A.
SPECIFICATIONS.
DATUM _
:H
0. s
NH 23 23 Mi 22 EXISTING PROFILE ii>`.
STA. "G 6,78.20 STA. G 3'33.20 S.A. r:
—20'
10'—. 34 �- 8” CONC. PIPE - —
a S = 0.46 % 333'- 8" CONC. PIPE 10
S-0.34% ........
= 0
INV = 7.09' INV.= 5.50' INV. = 5.50 INV. 3.37 ... .., : ..o..
"G" LINE
PROFI LE
SCALE: HORIZ. I "= 401
VERT. I"= 10'
'A' m cF�
v A gy99
�P RFO-STEREO F0 EARLINGTON GARDENS
SIONAL ���'� SANITARY SEWER PROJECT
IIGII LINE
- ... -.,. R.E. JENSEN NOV. 15, 1972
G. NISHIMURA
- B. A. F, _ AS SHOWN. ,.
7 7
. l�yl e � �,�, '� �` j -' ��;'L� °�, rc • '`�.rf r� za�i�,i trh,w, _. _ _ _ _ _ __ _ __ _ _ _ _ _ _